@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 9-1Šª ”NF 1994”N •ÅF 1003-1008•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Tetsuro YAMAMOTO, Sukeo OHARA, Mitsuo ISHIKAWA ƒ^ƒCƒgƒ‹i‰pjF MODEL TESTS ON LIQUEFACTION CHARACTERISTICS OF SATURATED SAND DEPOSITS UNDER NONUNIFORM VERTICAL STRESSES ´˜^i‰pjF
Shaking table tests on three models with RVS of 0.57. 0.35 and 0.21 prepared in two Kjellman's type shear boxes are performed in order to clarify the liquefaction characteristics of saturated sand deposit under nonuniform vertical stresses as shown in Fig. 1. Here RVS=(¡)¡/(¡)¡, in which (¡)¡ and (¡)¡ represent lower and higher vertical stresses of two neighboring sand elements. It is found from the tests that the liquefaction characteristics of the model sands are affected by the values of RVS and horizontal seismic coefficient ¡ of vibration. It is also shown that an initial shear stress ratio ¡ /(¡)¡=0.11 affects the liquefaction characteristics of the model(1) when ¡ is less than O.11. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W